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2012-227C.1
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2012-227C.1
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Entry Properties
Last modified
1/7/2016 2:05:06 PM
Creation date
10/1/2015 5:05:17 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Addendum
Approved Date
12/18/2012
Control Number
2012-227C.1
Agenda Item Number
12.I.2
Entity Name
Dickerson, Florida Inc.
Subject
Addendum No.1
66th Avenue Roadway Improvments
Area
SR 60 to North of 49th Street
Bid Number
2013008
Supplemental fields
SmeadsoftID
11698
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* ADDENDUM #1 11 -94012 <br /> ITEMIZED BID SCHEDULE <br /> PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) <br /> IRC PROJECT NOJBID NO. : 0545/2013008 <br /> BIDDER'S NAME: <br /> Item:Na�! « '•..,' .. Desai gon..4'�:,.:?`,-s�,wast' ,_ l : .m ' . n.,;`tLJ`�` �„ �a¢ ,,.�.� .s.,, -+ x�r« '- � _ < . , ,, •:� <br /> T, QUa . ,'lJfift �q 1ri11tP!(G2'�t`.5 �` pRl tit��, �t '. <br /> . .x <br /> FROM STA 245+90 TO STA 303+00 0545C <br /> CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL <br /> 521 -54 SHAPE) 37 LF <br /> SHOULDER CONCRETE BARRIER WALL (INDEX 410 - <br /> 521 -72-3 CANTILEVERED WALL) 66.00 LF <br /> SUBSTRUCTURE <br /> 400-2-5 CLASS II CONCRETE FOR PILES CAPS 76 CY <br /> 415- 1 -5 REINFORCING STEEL FOR PILES CAPS 12 , 122 LB <br /> PRESTRESSED PILES <br /> 455- 133-2 18" s X 60'-0" MINIMUM EST PILE - ABUTMENT) 1 EA 60 LF <br /> 455-342A 18" s X 4541 MINIMUM (ABUTMENT) 19 EA 855 LF <br /> 455-3428 14" sq X 404' MINIMUM (WING BEN 12 EA 480 LF <br /> 8" X 8'4' X 12'-0" PRECAST CONCRETE SHEET WALL (26 <br /> 455- 145A EA) 312 LF <br /> SIDEWALK & MEDIAN <br /> 400-24 CLASS II CONCRETE 8 CY <br /> 415- 14 REINFORCING STEEL 343 LB <br /> APPROACH SLABS <br /> 339- 1 MISCELLANEOUS ASPHALT PAVEMENT 2 TN <br /> 400-2- 10 CLASS II CONCRETE 112 CY <br /> 415- 1 -9 REINFORCING STEEL 199570 LB <br /> ROCK RUBBLE (CANAL EXCAVATION AS REQUIRED SHALL <br /> 530-3-3 BE INCLUDED IN THE COST OF THIS ITEM) 1 ,232 TN <br /> 715-2A 17 12 oPVC CONDUIT 152 LF <br /> 45TH STREET BRIDGE <br /> 49TH STREET BRIDGE <br /> 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS <br /> SUPERSTRUCTURE <br /> CLASS II CONCRETE (FOR CLOSURE POURS BETWEEN <br /> 400-24 DECK UNITS) 13 CY <br /> REINFORCING STEEL (FOR CLOSURE POURS BETWEEN <br /> 415- 14 DECK UNITS) 990 LB <br /> PRESTRESSED PRECAST DECK UNITS ( 18" X 414" X 36141) <br /> 450-88-18A 12 REQUIRED 432 LF <br /> PRESTRESSED PRECAST DECK UNITS ( 18" X 4'-6" X 36'-011) (2 <br /> 450-88-186 REQUIRED 72 LF <br /> 00310.3o <br /> FlPublic Works'ENGINEERING DIVISION PROJECTSt0545E6Th Ave SR60 to 57th St (Arcadis)Mmim\Rd Documents\Addendum #llltemized Bid Schedul"545 ADDl ids <br />
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